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Home My WebLink AboutProduct Approval Roofing Underlayments3�312�2t Ffprida Bulking Coae prima Business &Trofe5sionaf Regulation 6C[S lirime : Login User Reglstradw Hot Tpplcs SuwTjit Surcharge Stats & Facts a'ubllcations contact US e J r b,;;{��Product Approval - � USER: Pu bllc L}SQr pr7duct Aaoraval Mersu > ProtluCL4! 9ttbl�rat<nn 5earcn Anolicazton > Application Detail Fl # FL11602-R11 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Prouct Menufae mr Add eWPhoFWEmail Authorized Signature Technical Representative Add ress/Phone/Ernail Quality Assurance Representative Address/Phone/Email Category Subcategory Coropllance Method FlO da Engineer or Ar[hrteCt Name who developed the EV luation Report Flo oda License Qu lity Assurance Entity Qu llty Assurance Contract Expiration Date Vallidated By Cettificate of independence Referenced Standard and Year (of Standard) Owens Coming Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43645 (740) 321-6345 Greg. Kee lertbowenscorning, corn Keeler Greo Greg. Keel erttowe nswm i ng . co m Greg Keeler 2790 Columbus Road Granville, OH 43023 (740) 321-6345 greg .keeier0owensmi-ning.com Roofing underlayments Evaluation Report from a Florida Regfstered Archif Professional Engineer Evaluation Report - Hardcopy Received Robert Nlernlnen PE-59166 lntertek Testing Services NA, Inc. - QA Entity 12/31/2023 John W_ Knezevich, PIE Validation Checklist - mar icapy Received ,SS&ndaCSI ASTM D1970 MtpaJRloMabudd-WKI-oglprfpr_app_01l,aapx7param-wGEVXQwIDgaOFc6K%2iTrZaHY97UCeSKW*k2f&WWgra3buK4l6vXGoGGQ%3G%30 V2 3r3R021 Florida Building Coda Onyne ASTM D4533 (tear Strength) ASTM D4798 (weathering) ASTM D4869 (liquid transmission) ASTM D5035 (tensile) FRSA/TRI, Sixth Edition UL 1897 Equivalence of Product Standards Certified By Sectlo ris from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date'approved 02/09/2021 Date Revised 02/12/2021 FL ili I Model, Number or Name Description 11"2.1 Titanium Roof Underlayment6 Synthetic sheet -type roof underlaymel Lmits of Usa Installation Instructions Approved for We in HVHZ: No FL71602 R11 II 2020 12 16 FINA1 Approved for uaa outside HVHZ: Yes R11,odf Impact Rasistanv N/A Vertlled By: Robert Nkminen PE-591t Design Pr66fure: +N/A/-142.5 Created by Independent Third Party: Odder' 1.) The design pressure noted herein pertains to use of a Evaluation Reports speCiflC underlayment system beneath the roof systems. Refer to FL11602 t1i AF 2(120 12 16 FINA ER $aWon 5.8.3 for detalls. 2.) Refer to ER Sections 5 and 6 for R11,odf other Umits of Use. _ _ Created by Independent Third Party: a—"-k ,Y i The State of Florida is an AA/EEO employer. Qpyrphr 007-2013 State of Floriaa.:: Privacy Statement :: Accessibility i under nerida law, small addresses ire public r rcrs. If you do not went your a -mail address released In reWnse to a pub eladomnic mail to this entity. Instead, contact the office by phone of by traotlonal mail. If you have any questbns, please oar Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must ginn li a the I It they have ona. The amails provided may be used for official tnmmuMution with the licensee. MOWavef email addresses an to supply a personal address, please provide the Department with an emall address which can be made available to the In licensee under Chapter 455, F.S., please click bKL. Product Appraval Aeeeptec Crodd Card Safe hM aJAdd,budwg.mghWlPt_apse d0.asp47perm=wGENXCM4DnaOFr5NX2RrZJNYB7UCa510tr%2 WM/9n61auH41avXOoC00%9d%d 712 NEMO n etc Certificate CIA Whonrallon 031155 353 Christian Street, Unit 013 Oxford, CT D6478 (203) 262-9245 ENGINEER EVALLATt TEST CONSULT Owens Corning Roofing and Asphalt LLC Evaluation Report t11980.11A/-B32 One Owens Coming Parkway FL11602-R11 Toledo, OH 43659 Date of Issuance: 11/03/2008 (740) 321-6345 Revision 12: W26/2020 SCOPE: This Evaluation Report is issued under Rule 61G2D-3 and the applicable rules and reguutions governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed 5y Robert Meminen, P.E. for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the lei Edition (2020) Florida Building Code sections noted herein. D1301IMON: Titanium"' Roof Underlayments LAIETUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMIDAI This Evaluation Report is valid until such time as the named products) changes, the referenced Quallty Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes t0 the products), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Corte requirements with each Code Cycle. ADvElinsEAlEw: The Florida Product Approval Number (FL8) preceded by the words "NEMO)etc Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in Its entirety INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8 Prepared by: _ )ei Robert J.M. Nteminen, P.E. `,,+ rnr golmli. sxlaWr+a^a �rweedroi�ebeoeen ia,��^t,C" ciorido Rep4trodon No. 59166, Florida DCAANE1983 ,".;„,.�v" rP.E osV rh doenor sw.e ,: a" t*x,eNpied dcvni. Caarm TeNor IljeaRgwNc<: 1. NFMO ETC, LLC does not have, nor doer it intend to acquire or will it acquire, a financial interest in any company manufacturing or dlstdlsutfrrg products it evaluates. 2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing prudocts it evaluates. 3. Robert Nleminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing produce fur which the evaluation reports are being Issued. 4 Robert HicovInen, P.E. does not have, no, will acquire, a financial interest in any other entity Involved In the approval process of the product. 5 This is a building code evaluation. Neither NEMO ETC, LLC or Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is(was used far permftfrng or design guidance unless retained speclticelly for that purpose. W 201e NEMO ETC; uC ROOFING COMPOEi EVALUATION; NNEMOjetc. rroauai Ustgoryt Roofing 0111 Sub -Ca orT, Underlayment Compil Ce Statement: TkwWum— Roof Undedaym rats, as produced by OwerM Coming Roofing Asphalt, LLC, halve demonstrated compliance with the following sections of the 10 Edition (20201 Florwo Msadieg Code throue¢ testing in accordance with applicable sections the following stand* Compliance is subject to the Instal hon Requimmentsand Limltations/Conditionsof Use Setforth herein, Section 1504,3.1 15071.}, 1507.2.4. 1507.2.92 / R90S.2.1. R9052.A2 1507.11.1(2&3, Exception), 15D7.1.1.1(S) / R905.1..1(1&3, Faceptlon), R905.1.L1(S) 1507.1.1.112&3, Eeoeptlon), 1507.1.1.1(5) / R905.2.1.112&3, Emoeption), R905.1.1.1(5) I507.1.#.115) / R90S.L1.1(5) 1507.3.3 / 11905.3.3 TAS 110 1'S�BtY VAnd resistance Material standard Tear strength Tensih:stnength tiquld water transm iulon Material standard Accelerated Weathering YM UL 1897 Z025 ASTM D1970 2015 ASTM DEW 2015 ASTM DS035 2012 ASTM DEWS 2016 FRSAfMI, Seth Ed[con Zola ASTM D4798 2011 IfIf1t9 ERamlrwtlon Roe"Im a 21Sf ERD CMGD491 Vrio", system tests I35520.D6.11 06/15/2011 ERD (TS 6049) Wvnd UplIR 135520.D8.11-1 OW1212011 ERD ) FR/Tltl SA, the slippage 4J-OC.I9-SSUDL-OS.A DT1/14/2D39 ITS (TST 509) FRSA/TRI, partial 3126617COcl. 5 IW31/2007 ITS ITST 509) ASTM D4869, LWT 101823107COO-007A 17/09/2014 Owens n/ ProductequMlency Declaration 0611Sj2D18 ►RI (78) ASTM 01970 OCF-341-02-01 09/20/2017 PRI ( 78) FRSA/TRI, partlal OCF-343-02-01 11/09/2017 PRI (TSIU781 PRI (Tslive) ASTM D4798, D1970 TAS OCF-341-02-01 21/27/2027 1171BI; Pulkhrmo OCF-422-M-02 D1/113/2D78 PRI (TSTr58781 FRSA/TRI, partial 0CF-42S-02.01 De/13/2038 PRI ('W58781 PRI {�TS458781 UL1897 1379TO02 07/10/2019 irs*a78I ASTM D1623, TAS 103 0CF-507-02-01 W13/2019 PRI UL1897 1978TOIL7 10/20/2020 PRI (TSTIIS8781 ASTM 04533, D4798, Ms 1378T0110 10/15/2020 TST!5878 PRI II ASTM D4S33, D4798, D5035 1379MIll 10/15/2020 PRI (nT15878) ASTM D4533,1 4798, D5035 137BTtI112 30/LVW20 ITS (QUA1673I Quality Control Serwa cun8rmatl n 121MIM20 ITS (QuI 1Im) Quality Control Florida BM Cument Be Product rAatarfal Standard IPlants) Desttiptim 4.1 Tttiumu',{i,'" PSU-30 ASTM 01970 and Dueal, UAE unrsadorced polymer modified altumen material FR5A/TRI Wig Brentwood, NH adhered to the unclerside of a polymer -coated, synthetic woven sheet. The underside 1s Backed with a release Hm, UnitwElaht241ac/squam MEMO ETC, ut Evaturnbn ftmp mulaaQal.W a-f Ill4i1 7^ mm10M lmml MC MOM-HWZ eVAu1ATON rL1LA1-r111 Tartar Roof undwfty nee aaetaaa u: WW2= seem 2ws 4.2 43 4.4 OoNiEmo I etc Product Material Standard Ptant(a) Description 71tardum"' U13L-25 1507.1.1.112&3, Qingdao, China synthetic sneet-Lype undedayment comprised of Exception), t507.1.L1(S)1 a woven core coated On One safe with a polymer R905.1.1.1(2&3, coming. Unit welgllt 2.5lbs-/square E%Oeplion), R90&2.L1(5) 1507.1.1.1(2&3, Qingdao. Gina synthetic shem4ype undedayme t comprised or Exoptian), 1507.1.1.1(5) / a woven core mated on both sides with a R905.L3.1(2&3, polymer coating. Unit weight 4.0 bs./square ETUnIuml-30 Exception), R905.1.1. 1(S) -50 1507.LL 1(1&3. QingdeO, China synthetic shoat -type underiepnent comprised of Exmptbn1, 1507. L1.1i5) / a woven core coated on both sides with a R905.1.1.1(2&3, polymer coming. Unit weight 4.7 bOgoare Exception), a9o5.1.L1151 SA This Is a bullding code evaluation. NeltAer NEMO ETC, LLC nor Robert Nleminen, P.E. arc, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof. Is/was used for permitting or d"n guidance unless retained specifically for that purpose. 52 This Evaluation Report is not for use In FBC High Velocity Hurricane Zone jurisdiction (i.e., Broward ant! Miami - Dade f-0Iuntles). 5.3 This Ev luadon Report pertains to above -deck roof components. Roof decks and structural members shall be In accordance with FBC requirements to the satisfaction of the Authority lfaving Jurisdiction. 5.4 This Evaluation Report does not Include evaluation of fire classification. Refer to FBI; UN for requirements and IITWt; ns regarding roof assembly fire classification. Refer to FK 2W3 for requirements and limitations co rang the use of foam plastic insulation. 5-5Tita a' Roof Undardayments may be used with any prepared roof cover where the product Is speClticailY referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: NENIo U, cenNvna Tabus L Roor Coven O►Tons rKswallow. 2507.2 sap7J r3a7Aalap7J 1W.7 S3a7Ja 11NJ Oar eve tasarme tar. �� "WARMabl Hrwa 3Yb woad SiYlalasaM ~� Shalete MdsNrrjaa T1Tsai,al0ra,ef- ea *0 Wine. YesYes TItaNu p5U•30 Vas Vas Yes Yes Ilraa sop is07.1.La/ ISee S.G11 R9aS.11a1 Titan UDL-25 Yes No No Yes Yes No Yes Yes Thanlu UDL•30 Yes leN.saaxti rsawsawrm Yas Yes No 1qh sywcml 1ro4 amoral Tltarlru UOL-SO I Yes NO No Yes J Yas No Eft bn Yawn Ritaols.0•.afa 7TM®mrpM(21120) OSC NOrs-INM 9VALUATION R31a UM Thenhim aaaf UMed Miami arYxNr 12: 1a/1e/10ae ..Paola 5.6.1 AdlLesfvg-set [5 limited to use of following underlayment / UkNNEMOjetc. tombinetblu S.7 5.9 5.8.1 5.8.2 5.3.3 TAou IA. At1owANe Txe ACHUM / UND=LAyLmfT CoMaesAT10rs, rlsyment I Adhesive FWkI11 FredUCI Approval Titan him Oupont'Tlk epnd"' Roof Tile Adhesive" PSU-30 Ity AtlhesNtl and Sealanb "Pelysata AH-160' x➢ Adhesives and Sealanb'P0lysete RTA-1" FLZ2525 FL633I FL6276 TANG 2: SI MMUTIF OPnoN$ FOR APHEam UNDMAYFATNR Urude nt Applltxtdnn SeaNratis (designed to meet wow Jostle fee project) T17e Printer A6NerYRa) TFWetNn PSlF30 srdfetlhering Oedr/sheathing (Optional) ASTM Dal PWwood Base sheet None ASTM D226, Type It fah ASTM D41 Titanium UOL-30 None Thanium UO1-30 (irnerted) For at{{{loeeee under mechanically, attached NON -TILE prepared roof coverings, attachment shall be in accordance with the r nuhi ,hers installation instructions, but —for mechanically attached umlerleyments or base sheets - not less t n FEW 1507.L1 or R90S.1.1. For under axle roof systems, attachment shall be in accordance with the manufacturer's insta8stion InstruI e ctions, but not less than Section 5.9.3 herein. The following wind uplift limitations apply to undedayment systems that are not prescriptive in the FRSA/TRI Florida Nigh Wind Concrete and Coy Roof rde installation Momual, Sixth Edition. The Maximum Design pressure is th5 result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC ISMS has already been applied). 5.8.3.1 The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI F"o Mgh Whd Concrete and Goy Roof The Installation Monuol, SWh Edition, Appendix A, Table 1A or the critics, (highest) design pressure determined In accordance with FIBC IWO or FBC Raaiderrtlal Chapter 3. NI Refer to 7Ne MEMO FM LLC CatlA'aresfAve Min. I5/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. (Optional) ASTM Del One or two plies Tganlum PSU-30, self -adhered and back -nailed max. 6' o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps In accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements. ManufeC r'j Florida PMdacr Approval )or OVerlurnig Momenr AeSlSronQ Perfamence. CwWWnepwtIIUN ILaaata 7— eXT10N 12coa1 FBC NON-NVNZ t VALMnaM n11002-Rll "wk. Pool uedff wymenb NaNt1aN V: sa/af/ataa PUP 4vl a ONEmoletc. 42 Maximum Design Pressure = -1425 ilff: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Un ierlayment One ply Titanium PSU-30, self -adhered and back.nailed max. 6' o.c. with 12 ga. galvanized annular nnk shank nails through 32 ga., 1-5/R-1nch diameter tin raps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.8.3.2 Mechanically -Attached Base Sheet The maximum design pressure for the selected assembly shall meet or wceed that required under FRSA/TRI Florida Nigh Wind Concrete and Clay Roof J71e lnsto0ation Manual, Sixth Edition, Appendix A, Table LA or the critical (highest) design pressure determined in accordance with FBC ISM or FRC Residendal Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined In accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet li Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations set forth in Section 2.2.10.1 of FM lass Prevention Data Sheet 1.29 (February 2020) for enhancements. 43 Maximum D*31pn Pressure=-30 pst Deck- Min. 15/32-fnch plywood to meet project requirements to satisfaction of Authority having Jurisdiction Base Sheet: Titanium UDL-30 (inverted) Fasteners: 12 ga. annular ring shank rails having not less than 20 rings per inch, heads not less than 3/8 Inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-5/8' diameter tin caps Spacing: 6-inch oc_ at 4-inch wide side laps and 12-inch o.c. at three (3), equally spaced center rows. Primer: ASTM D41 primer required at all tin -caps. Underlayment One or two plies, Ttanmm PSU 30, self -adhered and back -nailed max. 6- o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin Ups in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 94 Maximum Design Pressure --30 psi•: Deck: Mtn. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Junscilction. Base Sheet: Titanium UDL-30 ( printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length suffident to penetrate through the thickness of deck not less than 3/16-Inch with min. 32 ga., 1-5/8' diameter tin caps. Spacing: GJnch O.C. at flinch wide side laps and 12-inch O.C. atthree (3). equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, selfadheredand beck -nailed max. 6' ox. with 12 ga. gaivanized annular rink Shank nails through 32 ga., 1-5/8-Inch diameter tin caps in accordance with Owens Coming Roofing and Asphalt, LLC published installation requirements. NEMO ETC, LLC Evekurem It d 1119ee.il.ra-R12 4rrykNnrd A„Mahrnbnadd4f5 T'r EOmoN ideal)) FBC NON -Hit EVALUATION FLlleal-Nil ntsnlure a.NGI uFWert y ivts NevblNn 12: W16MM eeee 5 eL A 05 NNEM01eft. Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. BaseSheet: Titanium UDL-30 (inverted) Fasts ers: 12 ga. annular ring shank nails having not less than 20 rings per Inch, heads not less than 318 Inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min. 32 ga., 1-518" diameter tin caps Spacing: &Inch ox. at 4-inch wide side laps and 8-inch OX at three (3), equally spaced center rows. Pri r: ASTM D41 primer required at all Un-caps. Unde 8VMent: One or two plies, Titanium PSU 30, self -adhered and back-nalle l 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga-, 1-5/84nch diameter tin caps in accordance with Owens Corning Roofing and Asphalt. LLC published Installation requirements_ k6 Maxi um Desion Pras.,.re = ,....a•. oeck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base heet Titanium UDL-30 (printed side up) Fa 12 ga. annular ring shank nails having not less than 20 rings Imo' heads not less than 3/8 Inch diameter and length sufficient to Penetrate through thee thickness of deck not less than 3/16-inth with mlrL 32 ga., 1-5/8" diameter tin caps. Spacing: 6-inch oz. at flinch wide side laps and &inch o.c at three (3), equally spared curter rows. Primer: ASTM 041 primer required over printed side of UDL-30. Unde layment: One or two plies, Titanium PSU 30, seif-adhered and back-nalled 6" o.c with 12 ga, galvanized annular rink shank halls through 32 ga., 1-5/94nch diameter tin caps in accordance with Owens Coming Roofing and Asphalt, LLC published installation 5,9 requirements. a llmltatinns- TAalc 3: FJOpSUM UMrrATlptta Urldvlayment ►spared goof COW Installation TYDa MadrtWmf�osare (days) Titanium PSU-30 Mechanically attached 1B0 Adhiuiw-set file 30 Titariu UOl-25, Titanium UDL•30, Titanium UDL•50 Mechanlcelly attached 1B0 NFMOETt,LLC IEhl.aap. Re"n ILIlro.11.a 22 r1•tybeet efAat AarrS 7"'Wr"cN ita2el raC NON.NVHZ EVALUATION FL11662-1111 Tltaaaen Rani Undafft" p NrAw" LZ 1ZYlGAM nq.ads ONEMOjetc. 5.10 I ions: when loading roof tiles on the underlaymees nt in dirt -deck file assemblies, the maxim m roof slope shall be as follows. These slope limitations tan only be exceeded by using battens during loading of the roof tiles. TABl14: TUL SU"ME UWTATio*s F'pR otxe[r-L)Mx TU1IICTAUATIB 0 Urdarh yrnatnt Tile Protile Flat Method _ Max. 10-Ule stack Maalmum Slope 5:12 6:12 Flat Max 5-tile stack Lugged Max. IQUle stock 4:12 Lugged Max. 5-tile stark S:12 s k r Titanitpn PSU-30 III Lugged 1 11.0 0 M 5:12 6.1 Titanium Roof Underfaymants shall be Installed in accordance with Owens Con ling Rousing and Asphalt, LLC Published installation requirements subject to the Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Re fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application, and prime the substrate (tt applicable). 6.3 Than m'v UDL-Z5, TILwlium UDL-30 or Ti4nhdn UDL-S0: 63.1 Shall bk installed in wmpliance with requirements fora synthetic underlaymwt In FBC 1507.5.1.1(L ex4ptidn), or 7�•1.Ul Exception) or 07.1.L3(S) or FBC Residential RIIMLL1i; 05 Exception), R9.1.Lii3, Exception) or R9QSL5 .LI-MS) for the type of prepared roof Covering to he Installed, and the manufacturer's Installation Instructions. FBC requirements take precedence Over the manufacturers Installation Instructions. 63.2 Fasteners: Minim fasteners shall he wrmsion resistant ring -shank tap nails shall be as set forth in FRC 1507.1.1.1 or ISO7. 13 or FBC Residential R905.L1.1 or R905.L1.3. 6.4 Tttanloh - PSU-30: 6.4.1 Nei A I , . Shall be installed in Compllance with requirements for an approved see -adhering underlayment (ASTM 02970) in FBC 140.1.1.1 Or 2W7.L13 or FBC Residential R90S.LL1 or 141105.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. When Installed over a mechanically attached, FBC Approved ASTM D226 Type 11 felt, the felt shall be fastened in accordance with FBC 1507.3.1 or R909.1.1. NEW etc. tlC EvaY.nen MPM 12L"Q.13.0aaW rl�ivaa.Yxa�/llalr 7^EpfTl(NI(mm)Fat np N-UVx12 EVR[UATOn 411E0D1133 Tltia& m Reef gndedaynm e, xevx,ivn la: 121241IOaa Pap 7 al t 6.4.2 ONEMOjeft. TileApplications; Shall be installed in compliance with requirements for a Self-Adharad Membrane in Wfnd Cajrcnete and Cloy goof Me Installation Manual, Sixth Edition, and the insLruxtiOns. Refer to ectlon 5.8.3 for attachment limitations. Refer to able 4 for the staging limitations. the FRSA W Florlda High nanutacturer's installation 6.5 I Titarrium Z-14y SYstern: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL30 (top surface primed or mechanically attached to the woad roof deck followed by Titanium PSU-30, self -adhered. 6.5.2 Non -Tile Application, Install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 6.3 followed by Titanium'iPSU-30 in accordance with Section 6.4. 63.3 Tile Arrdkatlons: Refer to Section 5.8.3 for attachment limitations. Refer to Table 4 for tile staging limitations. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the Insta atbn product, Contact the named CIA entity for manufacturing facilities covered by F.A.0 Rute iSIM3 QA require ments. tc Section 4 herein for products and production locations having met codified material standards. Testing Services NA Inc—QUA1673; (312( 906-7779; rnLaa.norlantlerLIDlntertek cam - END OF EVALUATION REPORT - swaauaa Ryan nvao.l>_oaaua 1" romoN (Zelal FBC NOM.MVHZ EY►W aT10M FLt1601.1113 Tea 1, Rearua/ehaNarey aarlrhan 1a31t/laylme esasaa